Standard drawings index - drainage
View Council's adopted standard drawings for drainage.
These drawings are based on drawings produced by the Institute of Public Works Engineering Australasia, Queensland (IPWEA-QNT).
These drawings are adopted in their entirety except where addendums are listed. It is important to reference the addendums before using any standard drawings.
All drawings (unless otherwise linked) are to be accessed through the IPWEA-QNT standard drawings portal.
Standard drawing number | Description | Revision | Addendum |
Access chambers | |||
DS-011 (PDF, 148KB) | Roof slabs diameter 1050 to 2100 | ||
DS-012 (PDF, 117KB) | Roof slabs diameter 1500 extended 600 and 900 | ||
DS-013 (PDF, 118KB) | Roof slab - rectangular standard reinforcement | ||
DS-014 (PDF, 71KB) | Roof slab - rectangular fabric reinforcement | ||
DSD-101 | Stormwater access chamber detail - 1050 to 2100 diameter | A | |
DSD-102 | Access cover frame - roadway and non-roadway - 1050 to 2100 diameter | A | |
DSD-103 | Access cover riser details (roadway) | A | |
DSD-104 | Access cover (roadway) 1050 to 2100 diameter | A | |
DSD-105 | Access cover (non roadway) 1050 to 2100 diameter | A | |
DSD-106 | Access cover concrete infill (pedestrian traffic) 1050 to 2100 diameter | A | |
Drainage culverts | |||
DSD-201 | Excavation, bedding and backfilling rigid and flexible drainage pipes | A | Yes |
DSD-202 | Excavation, bedding and backfilling precast box culverts | A | |
Sediment control | |||
DSD-301 | Sediment fence - entry/exit sediment trap | A | |
DSD-302 | Kerb and field inlets - Check dams and straw bale bank | A | Yes |
Drainage pits | |||
DSD-401 | Field inlet - type 1 and type 2 | A | |
DSD-402 | Kerb inlet - kerb in line general arrangement | A | |
DSD-403 | Kerb inlet - lip in line general arrangement | A | |
DSD-404 | Kerb inlet - kerb in line anti-ponding | A | |
DSD-405 | Kerb inlet - precast lintel details | A | Yes |
DSD-406 | Kerb inlet - grate and frame | A | |
DSD-407 | Field inlet pit - dome top cover (900x600) | A | |
Headwalls | |||
DSD-701 | Culvert inlet screen on custom headwall | A | |
DSD-702 | Culvert inlet screen on precast headwall | A | |
TMR 1243 (PDF, 1.1MB) | Headwall connections for culverts | ||
Pipe culvert | |||
TMR 1304 (PDF, 738KB) | Wingwalls, headwall and apron for pipe diameter 750 to 2400 | ||
TMR 1305 (PDF, 389KB) | Headwall and apron for pipe diameter 375 to 675 | ||
RC box culvert and slab link box culvert | |||
TMR 1250 (PDF, 861KB) | Culvert Height > 600 | ||
TMR 1260 (PDF, 544KB) | Culvert Height = 375 to 600 | ||
MR 1317 Rev F (PDF, 224KB) | Construction of bases with nibs and aprons | ||
MR 1318 Rev E (PDF, 205KB) | Construction of bases with recesses and aprons | ||
Bioretention | |||
DSD-501 | Drainage Profile - Type 1 Saturated Zone - Unconstrained | A | |
DSD-502 | Drainage Profile - Type 1 Saturated Zone - Constrained | A | |
DSD-503 | Drainage Profile - Type 2 Sealed | A | |
DSD-504 | Drainage Profile - Type 3 Conventional | A | |
DSD-505 | Drainage Profile - Type 4 Pipeless | A | |
DSD-506 | Large Bioretention Sediment Forebay | A | |
DSD-507 | Bioretention Weir | A | |
DSD-508 | Bioretention Street Tree | A | |
DSD-509 | Bioretention Standard Notes | A | |
Street swales | |||
DSD-601 | Street swales - typical section Sheet 1 of 2 | A | |
DSD-602 | Street swales - typical section Sheet 2 of 2 | A |